US5519909A - Trough bridge comprising nestable modules - Google Patents
Trough bridge comprising nestable modules Download PDFInfo
- Publication number
- US5519909A US5519909A US08/305,659 US30565994A US5519909A US 5519909 A US5519909 A US 5519909A US 30565994 A US30565994 A US 30565994A US 5519909 A US5519909 A US 5519909A
- Authority
- US
- United States
- Prior art keywords
- bridge
- roadway
- modules
- trough
- individual
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D15/00—Movable or portable bridges; Floating bridges
- E01D15/12—Portable or sectional bridges
- E01D15/133—Portable or sectional bridges built-up from readily separable standardised sections or elements, e.g. Bailey bridges
Definitions
- the present invention relates to a trough bridge with a plane roadway and upward extending side walls of the type generally disclosed in European Patent No. 0,290,405 A1.
- An object of the present invention is to provide a bridge which may be stacked or nested together for transport purposes such that the smallest possible transport dimensions are attained.
- the bridge according to the present invention is a trough bridge with a plane roadway situated on the bottom and into which the bottom chords are integrated, and with upward extending side walls on whose upper ends are arranged the top chords of the supporting structure.
- the bridge of the present invention is dividable longitudinally into an arbitrary number of modules, the length of which may be adapted to the available transport length.
- Each individual bridge module can be used as an individual bridge without requiring additional components such as, e.g., ramps.
- the individual bridge modules are nested into each other for transport such that a very small transport height is attained.
- the advantages of the bridge according to the present invention are small transport dimensions at a large structural height; no ramps or ramp angles are required due to the plane roadway; adequate visibility of the bridge for vehicles entering or crossing the bridge; short bridges and central sections are identical, meaning that large bridges may be constructed of several small bridges.
- the lateral parts of the bridge consisting of the side walls and the roadway slabs are pushed together.
- the central roadway slabs are initially folded on the outer regions of the roadway perpendicular to the roadway direction, and both lateral parts of the bridge are subsequently pushed together.
- the individual bridge elements may be connected with each other via a bolt or a hammer coupling.
- Sections of installation beams and/or transverse girders may be accommodated in the upper bridge module of the stack so as to reduce the transport space.
- the bridge is installed advantageously module-by-module from bottom to top.
- the bridge is installed advantageously module-by-module from top to bottom.
- FIG. 1 is a cross-sectional view of a bridge according to the present invention
- FIG. 2 is a cross-sectional view of a stack of bridge modules prepared for transport
- FIG. 3 is a perspective view of several bridges of different length according to the present invention
- FIG. 4 is a perspective partial view of the connection between the bridge modules by way of bolts
- FIG. 5 is a perspective partial view similar to FIG. 4 but of the connection between the bridge modules by way of hammer couplings.
- FIG. 1 shows a cross-section through a trough bridge having a plane roadway. Exemplary numerical dimensions are provided.
- the bridge also comprises two side walls SW which extend upward at the edges of the roadway at an angle of greater than or equal to ( ⁇ ) 90° with the roadway.
- the top chords OG extend outwardly in the upper edge region of the side walls SW.
- the left and the right portions of the plane roadway comprise the bottom chords which are constructed as outer roadway slabs FA and are adjoined by two additional inner roadway slabs FI which are connected with the outer roadway slabs FA via articulated joints or hinges.
- the inner roadway slabs FI may be folded upward/outward at the hinges perpendicular to the roadway direction, so that the inner roadway slabs FI lie on the bottom chords/outer roadway slabs FA.
- a transverse girder Q connects the two lateral parts of the bridge consisting of the top chord OG, the side wall SW, and the two roadway slabs FI, FA which are connected via articulated joints.
- a guardrail SB may be arranged advantageously at the outer regions of the roadway. In addition to the illustrated arrangement in which a distance exists between the inner roadway slabs, it is also possible to construct the bridge so that said inner roadway slabs directly adjoin each other.
- FIG. 2 shows the bridge in a transport condition in which the individual bridge modules B of the type illustrated in FIG. 1 are stacked on top of each other on a pallet P inside of a container CO, namely a way such that the individual modules are nested in each other.
- the transverse girders Q were previously removed, and the inner roadway slabs FI were folded toward the outside such that they lie on the bottom chords FA in order to reduce the width for transport.
- the lateral parts which are separated from each other after the aforementioned; folding process, have been pushed together.
- Sufficient storage space SR exists for the installation beams VBT in the upper module of the stack. Additional intermediate spaces SR which result between the individual modules or between the stack and the container walls may be used for accommodating the transverse girders Q.
- the bridge according to the present invention consists of individual bridge modules B which can each also be used as an individual bridge.
- This modular structure provides a high flexibility for using the bridge. Some examples for using this bridge are illustrated in FIG. 3 in which the four illustrated bridge modules can be used separately or can be combined to form larger bridges to achieve the desired length. Additional bridge parts, e.g., ramp components, are thus not required.
- the individual modules may be connected with each other via bolts and/or hammer couplings.
- the bridge modules B are connected via a bolt BZ at the bottom chord UG, while hammer couplings HK are used at the top chord OG.
- the bridge modules B are connected by hammer couplings HK at the top as well as the bottom chord OG, UG.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
Description
Claims (8)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE4331254A DE4331254C2 (en) | 1993-09-15 | 1993-09-15 | bridge |
DE4331254.3 | 1993-09-15 |
Publications (1)
Publication Number | Publication Date |
---|---|
US5519909A true US5519909A (en) | 1996-05-28 |
Family
ID=6497734
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US08/305,659 Expired - Lifetime US5519909A (en) | 1993-09-15 | 1994-09-14 | Trough bridge comprising nestable modules |
Country Status (3)
Country | Link |
---|---|
US (1) | US5519909A (en) |
EP (1) | EP0643172B1 (en) |
DE (1) | DE4331254C2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5924152A (en) * | 1997-11-11 | 1999-07-20 | Maier; Peter | Device that can be walked on or driven on |
US10344436B2 (en) * | 2016-11-01 | 2019-07-09 | Tecnik Technologies Pty Limited | Modular access structure |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19724575C1 (en) * | 1997-06-11 | 1999-04-15 | Man Technologie Gmbh | Modular frame for railway track bridge |
NL1033599C2 (en) * | 2007-03-27 | 2008-09-30 | Small Advanced Mobility B V | Transport system for managing flow of vehicle i.e. wheeled vehicle, has multiple concrete track segments creating closed track made up of multiple lanes, where track segments are characterized by U-shaped cross profile |
DE102008015420A1 (en) * | 2008-03-20 | 2009-10-01 | Rheinmetall Landsysteme Gmbh | Bridge segment for use by armed forces for transporting e.g. bridge supporting armor and/or vehicle, has hook, pin, projection, cross hole and fastening bolt connected to enable detachable connection between bridge segments |
DE102008015419A1 (en) * | 2008-03-20 | 2009-10-01 | Rheinmetall Landsysteme Gmbh | Modular bridge consists of multiple similar bridge segments, where individual bridge segments are designed in plate-shape manner and are connected together in detachable manner |
GB2571253B (en) * | 2018-01-29 | 2023-04-12 | Wfel Ltd | Device and method for securing together and monitoring bridge modules in a modular bridge |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR1365143A (en) * | 1963-08-03 | 1964-06-26 | Method and device for producing a runway for trolleys on terrain with steep slopes | |
US3239862A (en) * | 1963-03-13 | 1966-03-15 | Res Mfg Inc | Foldable bridge structure |
US4635311A (en) * | 1985-06-10 | 1987-01-13 | The United States Of America As Represented By The Secretary Of The Army | Military tactical bridge system, method and foldable modules |
EP0290405A1 (en) * | 1987-05-08 | 1988-11-09 | Giuseppe Drago | Modular bridge structure |
US5152109A (en) * | 1990-10-11 | 1992-10-06 | Wenger Corporation | Portable performance platform |
US5173981A (en) * | 1990-04-18 | 1992-12-29 | Karlskronavarvet Ab | Bridge construction kit and bridge elements included therein |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE928591C (en) * | 1953-05-24 | 1955-06-06 | Maschf Augsburg Nuernberg Ag | Articulated connection of pontoon bodies, especially on swimming bridges |
DE1127933B (en) * | 1960-05-12 | 1962-04-19 | Beteiligungs & Patentverw Gmbh | Elongated, preferably metallic component, especially for bridges that can be dismantled |
DE2013284A1 (en) * | 1970-03-20 | 1971-10-07 | Klockner Humboldt Deutz AG, 5000 Köln | Floating bridge |
DE2850849A1 (en) * | 1978-11-24 | 1980-06-04 | Porsche Ag | DEVICE FOR FOLDING THE TRACKS OF A BRIDGE FOR TRANSPORTATION ON A VEHICLE |
DE2921180C2 (en) * | 1979-05-25 | 1982-09-02 | Fried. Krupp Gmbh, 4300 Essen | Bridge bar element |
DE3814502C3 (en) * | 1988-04-29 | 1995-08-03 | Dornier Gmbh | bridge |
SE464518B (en) * | 1989-04-03 | 1991-05-06 | Kvistberga Produkter Handelsbo | DEVICE FOR LIMITING THE EXTENSIBILITY BETWEEN TELESCOPICALLY COMPOSED PROFILE ELEMENTS IN A LOAD STAMP |
-
1993
- 1993-09-15 DE DE4331254A patent/DE4331254C2/en not_active Expired - Fee Related
-
1994
- 1994-07-27 EP EP94111700A patent/EP0643172B1/en not_active Expired - Lifetime
- 1994-09-14 US US08/305,659 patent/US5519909A/en not_active Expired - Lifetime
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3239862A (en) * | 1963-03-13 | 1966-03-15 | Res Mfg Inc | Foldable bridge structure |
FR1365143A (en) * | 1963-08-03 | 1964-06-26 | Method and device for producing a runway for trolleys on terrain with steep slopes | |
US4635311A (en) * | 1985-06-10 | 1987-01-13 | The United States Of America As Represented By The Secretary Of The Army | Military tactical bridge system, method and foldable modules |
EP0290405A1 (en) * | 1987-05-08 | 1988-11-09 | Giuseppe Drago | Modular bridge structure |
US5173981A (en) * | 1990-04-18 | 1992-12-29 | Karlskronavarvet Ab | Bridge construction kit and bridge elements included therein |
US5152109A (en) * | 1990-10-11 | 1992-10-06 | Wenger Corporation | Portable performance platform |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5924152A (en) * | 1997-11-11 | 1999-07-20 | Maier; Peter | Device that can be walked on or driven on |
US10344436B2 (en) * | 2016-11-01 | 2019-07-09 | Tecnik Technologies Pty Limited | Modular access structure |
Also Published As
Publication number | Publication date |
---|---|
DE4331254C1 (en) | 1995-01-05 |
EP0643172A3 (en) | 1995-08-09 |
DE4331254C2 (en) | 2000-01-27 |
EP0643172B1 (en) | 1997-03-05 |
EP0643172A2 (en) | 1995-03-15 |
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Legal Events
Date | Code | Title | Description |
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AS | Assignment |
Owner name: DORNIER GMBH, GERMANY Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:FUESSINGER, REINHOLD;REEL/FRAME:007151/0162 Effective date: 19940901 |
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STCF | Information on status: patent grant |
Free format text: PATENTED CASE |
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FPAY | Fee payment |
Year of fee payment: 4 |
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Free format text: PAYOR NUMBER ASSIGNED (ORIGINAL EVENT CODE: ASPN); ENTITY STATUS OF PATENT OWNER: LARGE ENTITY |
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Free format text: PAYER NUMBER DE-ASSIGNED (ORIGINAL EVENT CODE: RMPN); ENTITY STATUS OF PATENT OWNER: LARGE ENTITY Free format text: PAYOR NUMBER ASSIGNED (ORIGINAL EVENT CODE: ASPN); ENTITY STATUS OF PATENT OWNER: LARGE ENTITY |
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FPAY | Fee payment |
Year of fee payment: 8 |
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FPAY | Fee payment |
Year of fee payment: 12 |